33216-S1D-AB-000 INDEX.dwg, 9/02/2017 10:44:43 a.m...
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WOODS Engineers. Surveyors. Planners. Auckland Council Te Kaunihera o Tamaki Makaurau MILLWATER - PRECINCT 2 STAGE 1D AS-BUILT DRAWINGS January 2017 W P R O P E R T I E S K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-000 INDEX.dwg, 9/02/2017 10:44:43 a.m.
Transcript of 33216-S1D-AB-000 INDEX.dwg, 9/02/2017 10:44:43 a.m...
WOODSEngineers. Surveyors. Planners.
Auckland
Council
Te Kaunihera o Tamaki Makaurau
MILLWATER - PRECINCT 2 STAGE 1DAS-BUILT DRAWINGS
January 2017
WP R O P E R T I E S
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-000 INDEX.dwg, 9/02/2017 10:44:43 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
MILLWATER - PRECINCT 2 STAGE 1DAS-BUILT DRAWINGS
WOODSEngineers. Surveyors. Planners.
CONTENT INDEX AND LOCALITY PLAN
COVER PAGE
000 Plans Index and Location Plan
MILLWATER - PRECINCT 2 STAGE S2D AS-BUILT DRAWINGS
DWG NO DESCRIPTION
100 Final Contour As-Built Plan
110
Cut/Fill Original Surface - Earthwork Surface As-Built Plan
111 Cut/Fill Earthworks Surface - Final Surface As-Built Plan
112
Cut/Fill Original Surface - Final Surface As-Built Plan
120
Cut/Fill - Shear Key, Undercut & Subsoil Drains As-Built
200 - 202
Roading As-Built Plans
300 - 302 Stormwater As-Built Plan
400 - 402 Low Pressure Sewer As-Built Plan
500 - 502 Water Reticulation As-Built Plan
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STAGE S1D
LOCATION PLAN
NOT TO SCALE
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K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-000 INDEX.dwg, 9/02/2017 10:44:43 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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Lot 700
Lot 1001
Lot 1002
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DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
FINAL CONTOUR AS-BUILT PLAN
AUCKLAND COUNCIL
SB
KR
JF
1:800 @ A333216
JAN 2017
ASBUILT
33216-1D-100-AB
0. ISSUED FOR INFORMATION. MRH 21/12/16
NOTES
1. CONTOURS ARE AT 0.5 METRE INTERVALS
LEGEND
CONTOURS MAJOR
CONTOURS MINOR
LOT BOUNDARIES
STAGE BOUNDARIES
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
ROWAN HALLAM
WP R O P E R T I E S
SCALEBAR (m) SCALE | 1:800 @A3 | 1:400 @A1|
80 16 40
KR
MRH
03/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-100-FINISHED-SURFACE.dwg, 9/02/2017 1:31:56 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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Lot 1001
Lot 1002
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DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
CUT/FILL CONTOUR ASBUILTORIGINAL SURFACE -
EARTHWORKS SURFACE
AUCKLAND COUNCIL
SB
KR
JF
1:800 @ A333216
FEB 2017
ASBUILT
33216-1D-110-AB
0. ISSUED FOR INFORMATION. MRH 21/12/16
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
ROWAN HALLAM
WP R O P E R T I E S
SCALEBAR (m) SCALE | 1:800 @A3 | 1:400 @A1|
80 16 40
KR
MRH
LEGEND
ZERO CONTOUR
CUT CONTOUR
FILL CONTOUR
STAGE BOUNDARIES
LOT BOUNDARIES
NOTES
1. CONTOURS ARE AT 0.5 METRE INTERVALS
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-110 CUT FILL CONTOURS.dwg, 9/02/2017 11:26:18 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
CUT/FILL CONTOUR ASBUILTEARTHWORKS SURFACE -
FINAL SURFACE
AUCKLAND COUNCIL
SB
KR
JF
1:800 @ A333216
FEB 2017
ASBUILT
33216-1D-111-AB
0. ISSUED FOR INFORMATION. MRH 21/12/16
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
ROWAN HALLAM
WP R O P E R T I E S
SCALEBAR (m) SCALE | 1:800 @A3 | 1:400 @A1|
80 16 40
KR
MRH
LEGEND
ZERO CONTOUR
CUT CONTOUR
FILL CONTOUR
STAGE BOUNDARIES
LOT BOUNDARIES
NOTES
1. CONTOURS ARE AT 0.5 METRE INTERVALS
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-110 CUT FILL CONTOURS.dwg, 9/02/2017 11:26:19 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
CUT/FILL CONTOUR ASBUILTORIGINAL SURFACE -
FINAL SURFACE
AUCKLAND COUNCIL
SB
KR
JF
1:800 @ A333216
FEB 2017
ASBUILT
33216-1D-112-AB
0. ISSUED FOR INFORMATION. MRH 21/12/16
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
ROWAN HALLAM
WP R O P E R T I E S
SCALEBAR (m) SCALE | 1:800 @A3 | 1:400 @A1|
80 16 40
KR
MRH
LEGEND
ZERO CONTOUR
CUT CONTOUR
FILL CONTOUR
STAGE BOUNDARIES
LOT BOUNDARIES
NOTES
1. CONTOURS ARE AT 1.0 METRE INTERVALS
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-110 CUT FILL CONTOURS.dwg, 9/02/2017 11:26:20 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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Lot 700
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SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
SHEAR KEY UNDERCUT &SUBSOIL DRAIN AS-BUILT PLAN
AUCKLAND COUNCIL
AC
KR
WOODS
1:750 @ A333216
FEB 2017
ASBUILT
33216-S1D-AB-120
DRAWING ISSUED KR 31/08/16
750
0 7.5 15.0 2.67 37.5
SCALEBAR (M) SCALE 1 : @A3
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
ROWAN HALLAM
WP R O P E R T I E S
LEGEND
NOVACOIL SUBSOIL DRAINS
EXISTING SUBSOIL DRAINS PLACED
AS PART OF INITIAL EARTHWORKS
EXISTING STORMWATER DRAINAGE
NEW STORMWATER DRAINAGE
STAGE BOUNDARIES
LOT BOUNDARIES
CONTOURS
SHEARR KEY & UNDERCUT AREAS
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-120-SK-UC-SUBSOIL.dwg, 9/02/2017 11:29:51 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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Lot 700
Lot 1001
Lot 1002
SEE SHEET 201
SEE SHEET 202
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DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
WP R O P E R T I E S
MILLWATERPRECINCT 2STAGE 1D
ROADING ASBUILTSHEET 1 of 3
AUCKLAND COUNCIL
AC
KR
AP
1:750 @ A333216
JAN 2017
ASBUILT
33216-S1D-AB-200 1
1. DRAWING ISSUED
750
0 7.5 15.0 2.67 37.5
SCALEBAR (M) SCALE 1 : @A3
LEGEND
STREET LIGHT
ROAD NAME SIGN
CATCH PIT/BERM SUMP
STORMWATER MANHOLE
RG-6 SIGN (GIVE WAY)
STREET TREE
STAGE EXTENTS
SS BOUNDARY KIT
SS ISOLATION VALVE
SS FLUSHING POINT
SS AIR VALVE
WATER SLUICE VALVE
WATER PEET VALVE
WATER FIRE HYDRANT
GAS METER
TELECOMMUNICATIONS
MANHOLE
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC
STANDARDS FOR ENGINEERING DESIGN AND
CONSTRUCTION ISSUE NOV 2005.
2. ALL ROADS HAVE BEEN CONSTRUCTED IN ACCORDANCE
WITH APPROVED ENGINEERING PLANS.
3. ALL FINISHED ROAD SURFACES ARE ASHPHALT
CONCRETE 30mm THICK.
4. ALL FOOTPATHS ARE 125mm THICK BRUSHED CONCRETE
UNLESS OTHERWISE NOTED.
5. ALL PIPE CROSSINGS UNDER ROADS HAVE BEEN
HARDFILL BACKFILLED
6. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION
OF WOODS SURVEY DATA AND CONTRACTOR RECEIVED
DATA.
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
SCHEDULE OF COORDINATESSTREET TREES
mE mN SPECIESST01 1749751.38 5946839.38
Loph
oste
mon
conf
ertaST02 1749678.32 5946816.56
ST03 1749664.04 5946815.06ST04 1749649.70 5946813.58ST05 1749635.35 5946822.91
Rhop
alos
tylisST06 1749623.26 5946820.59
ST07 1749612.07 5946817.27ST08 1749624.85 5946796.32ST09 1749636.01 5946789.78
SCHEDULE OF COORDINATES STREETLIGHTSmE mN Type
SL1 1749704.51 5946831.98 Rudd Beta/LED EDGE SquareSeries,
40 LED, Type 3 Optics, 4300k,Vicpole 7.5m
SL2 1749649.87 5946824.69
SL3 1749632.96 5946802.54
09/02/2017
KR
MRH
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-200 ROADING.dwg, 9/02/2017 11:40:44 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
127
128
129
130
131
132
Lot 700
Lot 1002
P
A
R
K
I
N
G
B
A
Y
N
E
W
K
E
R
B
&
C
H
A
N
N
E
L
NE
W
KE
RB
& C
HA
NN
EL
PA
RK
ING
BA
Y
N
E
W
K
E
R
B
&
C
H
A
N
N
E
L
N
E
W
F
O
O
TP
A
TH
S
L
1
SL2
S
L
3
N
E
W
F
O
O
T
P
A
T
H
ST
02
ST
03
ST
04
S
T
0
5
S
T
0
6
S
T
0
7
S
T
0
7
S
T
0
8
C
YC
LE
W
AY
C
Y
C
L
E
W
A
Y
E
X
P
O
S
E
D
A
G
G
R
E
G
A
T
E
E
X
P
O
S
E
D
A
G
G
R
E
G
A
T
E
C
O
N
C
R
ET
E D
R
IV
EW
AY
C
O
N
C
R
E
T
E
D
R
IV
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
IV
E
W
A
Y
M
O
U
N
TA
B
LE
K
E
R
B
&
C
H
A
N
N
E
L
NE
W
FO
OT
PA
TH
E
XP
OS
ED
AG
GR
EG
AT
E
N
E
W
F
O
O
T
P
A
T
H
CY
CLE
W
AY
C
Y
C
L
E
W
A
Y
BO
NA
IR C
RE
SE
NT
B
O
N
A
I
R
C
R
E
S
E
N
T
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
WP R O P E R T I E S
MILLWATERPRECINCT 2STAGE 1D
ROADING ASBUILTSHEET 2 of 3
AUCKLAND COUNCIL
AC
JR
AP
1:400 @ A333216
JAN 2017
ASBUILT
33216-S1D-AB-201 1
1. DRAWING ISSUED
LEGEND
STREET LIGHT
ROAD NAME SIGN
CATCH PIT/BERM SUMP
STORMWATER MANHOLE
RG-6 SIGN (GIVE WAY)
STREET TREE
STAGE EXTENTS
SS BOUNDARY KIT
SS ISOLATION VALVE
SS FLUSHING POINT
SS AIR VALVE
WATER SLUICE VALVE
WATER PEET VALVE
WATER FIRE HYDRANT
GAS METER
TELECOMMUNICATIONS
MANHOLE
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC
STANDARDS FOR ENGINEERING DESIGN AND
CONSTRUCTION ISSUE NOV 2005.
2. ALL ROADS HAVE BEEN CONSTRUCTED IN ACCORDANCE
WITH APPROVED ENGINEERING PLANS.
3. ALL FINISHED ROAD SURFACES ARE ASHPHALT
CONCRETE 30mm THICK.
4. ALL FOOTPATHS ARE 125mm THICK BRUSHED CONCRETE
UNLESS OTHERWISE NOTED.
5. ALL PIPE CROSSINGS UNDER ROADS HAVE BEEN
HARDFILL BACKFILLED
6. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION
OF WOODS SURVEY DATA AND CONTRACTOR RECEIVED
DATA.
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
SCHEDULE OF COORDINATESSTREET TREES
mE mN SPECIESST01 1749751.38 5946839.38
Loph
oste
mon
conf
ertaST02 1749678.32 5946816.56
ST03 1749664.04 5946815.06ST04 1749649.70 5946813.58ST05 1749635.35 5946822.91
Rhop
alos
tylisST06 1749623.26 5946820.59
ST07 1749612.07 5946817.27ST08 1749624.85 5946796.32ST09 1749636.01 5946789.78
SCHEDULE OF COORDINATES STREETLIGHTSmE mN Type
SL1 1749704.51 5946831.98 Rudd Beta/LED EDGE SquareSeries,
40 LED, Type 3 Optics, 4300k,Vicpole 7.5m
SL2 1749649.87 5946824.69
SL3 1749632.96 5946802.54
400
0 4.0 8.0 5 20.0
SCALEBAR (M)
09/02/2017
KR
MRH
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-200 ROADING.dwg, 9/02/2017 11:40:45 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
121
122
123
124
125
126
127
128
Lot 642
Lot 700
Lot 1001
P
A
R
K
I
N
G
B
A
Y
P
A
R
K
I
N
G
B
A
Y
S
L
1
N
E
W
F
O
O
T
P
A
T
H
S
T
0
1
C
Y
C
L
E
W
A
Y
E
X
P
O
S
E
D
A
G
G
R
E
G
A
T
E
C
O
N
C
R
E
T
E
D
R
IV
E
W
A
Y
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
M
O
U
N
T
A
B
L
E
K
E
R
B
&
C
H
A
N
N
E
L
N
E
W
F
O
O
T
P
A
T
H
E
X
P
O
S
E
D
A
G
G
R
E
G
A
T
E
C
Y
C
L
E
W
A
Y
B
O
N
A
I
R
C
R
E
S
E
N
T
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
WP R O P E R T I E S
MILLWATERPRECINCT 2STAGE 1D
ROADING ASBUILTSHEET 3 of 3
AUCKLAND COUNCIL
AC
KR
AP
1:400 @ A333216
JAN 2017
ASBUILT
33216-S1D-AB-202 1
1. DRAWING ISSUED
LEGEND
STREET LIGHT
ROAD NAME SIGN
CATCH PIT/BERM SUMP
STORMWATER MANHOLE
RG-6 SIGN (GIVE WAY)
STREET TREE
STAGE EXTENTS
SS BOUNDARY KIT
SS ISOLATION VALVE
SS FLUSHING POINT
SS AIR VALVE
WATER SLUICE VALVE
WATER PEET VALVE
WATER FIRE HYDRANT
GAS METER
TELECOMMUNICATIONS
MANHOLE
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC
STANDARDS FOR ENGINEERING DESIGN AND
CONSTRUCTION ISSUE NOV 2005.
2. ALL ROADS HAVE BEEN CONSTRUCTED IN ACCORDANCE
WITH APPROVED ENGINEERING PLANS.
3. ALL FINISHED ROAD SURFACES ARE ASHPHALT
CONCRETE 30mm THICK.
4. ALL FOOTPATHS ARE 125mm THICK BRUSHED CONCRETE
UNLESS OTHERWISE NOTED.
5. ALL PIPE CROSSINGS UNDER ROADS HAVE BEEN
HARDFILL BACKFILLED
6. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION
OF WOODS SURVEY DATA AND CONTRACTOR RECEIVED
DATA.
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
SCHEDULE OF COORDINATESSTREET TREES
mE mN SPECIESST01 1749751.38 5946839.38
Loph
oste
mon
conf
ertaST02 1749678.32 5946816.56
ST03 1749664.04 5946815.06ST04 1749649.70 5946813.58ST05 1749635.35 5946822.91
Rhop
alos
tylisST06 1749623.26 5946820.59
ST07 1749612.07 5946817.27ST08 1749624.85 5946796.32ST09 1749636.01 5946789.78
SCHEDULE OF COORDINATES STREETLIGHTSmE mN Type
SL1 1749704.51 5946831.98 Rudd Beta/LED EDGE SquareSeries,
40 LED, Type 3 Optics, 4300k,Vicpole 7.5m
SL2 1749649.87 5946824.69
SL3 1749632.96 5946802.54
400
0 4.0 8.0 5 20.0
SCALEBAR (M)
09/02/2017
KR
MRH
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-200 ROADING.dwg, 9/02/2017 11:40:46 a.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
Lot 642
Lot 700
Lot 1001
Lot 1002
2
2
5
Ø
2
7
.
5
9
2
6
.
0
8
1
1
.
4
4
m
@
1
3
.
2
0
%
2
2
5
Ø
2
5
.
9
7
2
5
.
8
3
4
.
4
6
m
@
3
.
1
4
5
2
5
Ø
2
5
.5
4
2
4
.5
3
2
0
.5
6
m
@
4
.9
1
%
SWCP CP1402/1
LL=28.44
1749625.77mE
5946791.11mN
675*450mm
SWMH 49/1
LL=27.56
1749619.80mE
5946801.74mN
1050mm
SWMH 14/01
LL=27.65
1749616.45mE
5946806.48mN
1650mm
2
6
.
3
1
5
2
5
Ø
2
6
.
2
7
2
5
.
5
7
2
2
.
0
7
m
@
3
.
1
8
%
SWMH 14/02
LL=28.47
1749596.30mE
5946797.48mN
1050mm
2
2
5
Ø
2
3
.
1
8
2
2
.
4
9
1
3
.
4
5
m
@
5
.
1
3
%
SWCP CP1303/1
LL=24.06
1749700.27mE
5946831.23mN
675*450mm
2
2
5
Ø
2
4
.
4
2
2
3
.
9
8
5
.
7
5
m
@
7
.
6
5
%
SWCP CP1305/1
LL=25.31
1749670.97mE
5946817.30mN
675*450mm
2
2
5
Ø
2
5
.
5
1
2
5
.
1
0
1
0
.
7
0
m
@
3
.
8
3
%
SWCP CP1306/1
LL=26.66
1749633.17mE
5946820.98mN
675*450mm
2
2
5
Ø
2
6
.
2
7
2
5
.
9
0
2
.
1
1
m
@
1
7
.
5
4
%
SWCP CP1307/1
LL=27.19
1749631.54mE
5946804.37mN
675*450mm
LL=26.97
1749634.52mE
5946805.42mN
2
2
5
Ø
2
6
.
3
9
2
5
.
4
2
1
4
.
9
6
m
@
6
.
4
8
%
SWCP CP1401/1
LL=27.33
1749624.12mE
5946802.90mN
675*450mm
3
2
.
6
7
1
0
5
0
Ø
3
2
.
5
9
3
1
.
9
7
4
0
.
7
5
m
@
1
.
5
2
%
1
0
5
0
Ø
C
L
A
S
S
4
3
1
.
9
1
3
1
.
0
4
2
2
.
7
2
m
@
3
.
8
5
%
1
0
5
0
Ø
3
0
.6
2
2
8
.4
3
2
1
.7
1
m
@
1
0
.0
9
%
1
0
5
0
Ø
2
7
.9
6
2
4
.9
6
3
0
.0
0
m
@
1
0
.0
0
%
1
0
5
0
Ø
2
4
.
4
7
2
4
.
2
8
4
.
2
8
m
@
4
.
4
4
%
1050Ø
23.9
6
22.7
5
36.9
9m
@
3.2
7%
1
0
5
0
Ø
2
2
.5
0
2
1
.6
6
2
6
.9
m
@
3
.1
2
%
1
0
5
0
Ø
2
1
.
4
0
2
0
.2
0
3
1
.0
1
m
@
3
.
8
7
%
1
0
5
0
Ø
2
0
.
1
2
1
8
.
0
3
3
5
.
0
2
m
@
5
.
9
8
%
SWMH 13/12
LL=35.61
1749596.99mE
5946710.68mN
1650mm
SWMH 13/11
LL=34.78
1749634.25mE
5946730.91mN
1650mm
SWMH 13/10
LL=34.07
1749647.23mE
5946751.53mN
1650mm
SWMH 13/9
LL=31.17
1749641.63mE
5946774.21mN
1650mm
SWMH EX13/8
1650mm
SWMH EX13/07
LL=26.81
1749638.53mE
5946810.31mN
2050mm
SWMH EX13/6
LL=25.30
1749676.96mE
5946814.10mN
1650mm
SWMH EX13/5
LL=24.09
1749705.19mE
5946818.35mN
1650mm
SWMH EX13/4
LL=24.09
1749736.06mE
5946828.94mN
1650mm
SWMH EX13/3
LL=21.71
1749767.95mE
5946847.02mN
2050mm
3
3
.7
3
@
1
.8
1
%
3
0
0
Ø
3
2
.
5
6
3
1
.
1
4
3
1
.
9
5
m
@
4
.
4
2
%
3
0
0
Ø
3
0
.
7
2
2
9
.
4
7
1
2
.
4
1
m
@
1
0
.
0
7
%
3
0
0
Ø
C
L
A
S
S
4
2
9
.3
2
2
9
.0
2
1
2
.4
6
m
@
2
.4
1
%
SWMH 15/3
LL=34.28
1749586.07mE
5946751.92mN
1050mm
SWMH 15/2
LL=32.60
1749615.36mE
5946767.05mN
1050mm
SWMH 15/1
LL=30.98
1749628.11mE
5946771.35mN
1050mm
2
2
5
Ø
3
3
.3
7
3
3
.3
2
2
.3
2
m
@
2
.0
8
%
SWCP CP52/1
LL=34.66
1749630.87mE
5946731.76mN
450*675mm
2
2
5
Ø
3
2
.
4
7
3
2
.
3
4
1
0
.
0
3
m
@
1
.
2
6
%
225Ø
32.2
3
31.71
33.6
7m
@
1.54%
3
0
0
Ø
3
1
.6
3
3
0
.6
1
5
3
.9
6
m
@
1
.8
9
%
3
7
5
Ø
3
0
.4
4
2
9
.7
6
4
0
.4
3
m
@
1
.6
9
%
SWCP CP31/1
LL=33.88
1749671.37mE
5946746.61mN
450*675mm
SWMH 6/5
LL=33.86
1749676.05mE
5946736.77mN
1050mm
SWMH 6/4
LL=33.26
1749710.49mE
5946741.12mN
1050mm
SWMH 6/3
LL=32.25
1749763.58mE
5946755.52mN
1050mm
225Ø
32.06
3
1
.9
7
3.88m
@
2.31%
SWCP CP30/1
LL=33.07
1749705.80mE
5946741.84mN
450*675mm
225Ø
30.30
30.20
4.03m
@
2.49%
SWCP CP27/1
LL=31.23
1749798.43mE
5946766.91mN
450*675mm
SWMH EX06/2
LL=31.45
1749803.28mE
5946767.57mN
1050mm
2
2
5
Ø
3
1
.
1
7
3
1
.
0
1
5
.
2
8
m
@
2
.
8
6
%
SWCP CP28/1
LL=32.13
1749757.97mE
5946758.01mN
450*675mm
2
2
5
Ø
3
0
.
8
0
3
0
.
6
9
1
2
.
8
4
m
@
0
.
8
5
%
SWCP CP29/1
LL=32.04
1749755.56mE
5946766.64mN
450*675mm
2
2
5
Ø
2
9
.3
6
2
8
.4
7
3
0
.4
8
m
@
2
.9
4
%
3
0
0
Ø
2
8
.3
3
2
5
.5
6
9
7
.8
6
m
@
2
.8
3
%
SWMH 4/3
LL=30.85
1749679.59mE
5946779.50mN
1050mm
SWMH 4/2
LL=29.92
1749710.62mE
5946785.11mN
1050mm
SWMH EX04/1
LL=26.94
1749805.82mE
5946812.06mN
1050mm
2
2
5
Ø
3
3
.
2
3
3
3
.
1
0
7
.
7
5
m
@
1
.
7
2
%
SWCP CP53/1
LL=34.66
1749628.48mE
5946737.71mN
450*675mm
SWCP CP54/1
450*675mm
1
0
5
0
Ø
1
8
.
9
0
2
3
.
4
0
m
@
1
.
7
2
%
1
0
5
0
Ø
1
8
.
7
7
1
8
.
7
2
7
.
6
0
m
@
0
.
6
3
%
3
0
0
Ø
3
6
.4
2
3
5
.0
2
1
1
.0
5
m
@
1
2
.6
4
%
3
0
0
Ø
3
4
.7
2
3
3
.2
1
1
0
.8
0
m
@
1
3
.
9
5
%
3
3
.1
5
3
0
0
Ø
2
5
.4
6
4
2
.8
1
m
@
3
.9
4
%
3
7
5
Ø
2
9
.6
5
4
5
.3
0
m
@
1
.5
0
%
SWMH 07/3
1050mm
LID NOT SET
LL=37.77
1749818.78mE
5946734.27mN
SWMH 07/1
1050mm
LL=34.79
1749826.97mE
5946749.61mN
SWMH EX01/2
1650mm
LL=22.38
1749822.40mE
5946834.94mN
SWMH 01/3
1800mm
LL=22.03
1749819.11mE
5946843.66mN
SWMH 01/1
1650mm
LL=23.32
1749782.31mE
5946823.84mN
SWMH 13/2
2500mm
LL=20.06
1749757.93mE
5946873.23mN
WINGWALL
OUTLET 13/1
IL=17.10
1749763.03mE
5946876.18mN
1
0
5
0
Ø
1
8
.5
9
1
8
.3
1
3
9
.9
5
m
@
0
.7
0
%
1
0
5
0
Ø
1
8
.
2
9
1
8
.
0
5
2
5
.
4
2
m
@
0
.
9
4
%
1
6
0
0
Ø
C
L
A
S
S
4
1
7
.
3
6
1
7
.
2
0
2
5
.
7
8
m
@
0
.
6
2
%
1
6
0
0
Ø
1
7
.
1
8
1
6
.
9
9
4
.
6
4
m
@
1
.
7
2
%
SWCP CP1301/1
LL=22.05
1749763.91mE
5946840.42mN
675*450mm
2
2
5
Ø
2
7
.1
5
2
5
.8
9
2
1
.3
7
m
@
5
.9
1
%
SWCP CP1403/1
LL=28.11
1749595.62mE
5946811.35mN
675*450mm
225Ø
27.5
0
27.0
7
3.2
7m
@
13.1
5%
SWCP CP1404/1
LL=28.37
1749593.01mE
5946797.82mN
675*450mm
SWCP DCP4901/1W
LL=28.96
1749620.98mE
5946778.10mN
675*450mm
WARNING: LNS
SWCP DCP4901/1E
LL=28.95
1749620.09mE
5946777.75mN
675*450mm
WARNING: LNS
SWCP CP4902/1
LL=27.84
1749619.12mE
5946793.83mN
675*450mm
WARNING: LNS
2
2
5
Ø
2
5
.9
7
2
7
.1
0
1
1
.7
8
m
@
9
.5
9
%
225Ø
26.16
28.23
22.81m
@ 9.08%
2
0
.
9
0
T
O
V
E
S
T
I
N
F
U
T
U
R
E
S
T
A
G
E
T
O
V
E
S
T
IN
F
U
T
U
R
E
S
T
A
G
E
225Ø
20.1
3
19.8
7
19.9
6m
SWCP 1A06/1
LL=21.82
1749752.48mE
5946853.51mN
450*675mm
@
1.2
7%
2
2
5
Ø
1
9
.
7
7
1
8
.
2
2
4
1
.
9
0
m
@
3
.
7
0
%
3
0
0
Ø
1
8
.
1
5
1
7
.
2
6
1
8
.
1
8
m
@
4
.
9
1
%
3
0
0
Ø
C
L
A
S
S
4
1
7
.
1
5
1
8
.
0
2
m
SWMH 1A/2
LL=19.15
1749826.72mE
5946882.97mN
1050mm
2
2
5
Ø
2
0
.
2
5
2
0
.
1
5
1
.
3
9
m
@
7
.
1
1
%
SWCP 1A05/1
LL=21.32
1749771.59mE
5946852.91mN
450*675mm
225Ø
18.74 18.72
2.60m @ 0.77%
SWCP 1A03/1
LL=19.75
1749806.43mE
5946873.70mN
450*675mm
1
7
.
9
2
300Ø
17.82
17.41
5.94m @ 6.89%
2
2
5
Ø
1
8
.
5
6
1
8
.
2
2
1
0
.
2
2
m
@
3
.
3
4
%
SWCP 1A04/1
LL=19.64
1749803.71mE
5946882.77mN
450*675mm
L
o
t
1
1
5
L
o
t 1
1
8
L
o
t
1
1
7
L
o
t
1
1
6
SWCP 1A02/1B
450*675mm
LL=18.77
1749834.46mE
5946882.39mN
SWCP 1A02/1A
450*675mm
LL=18.79
1749833.52mE
5946883.10mN
SWMH 1A/3
1050mm
LL=19.83
1749809.90mE
5946873.65mN
SWMH 1A/4
1050mm
LL=21.45
1749773.20mE
5946851.35mN
SADDLE 13/03
S
A
D
D
L
E
1
3
/0
1
SWCP CP1302/1
LL=22.28
1749746.86mE
5946836.51mN
675*450mm
2
1
.
1
6
SWCP CP1403/1
LL=24.96
1749690.06mE
5946812.73mN
675*450mm
SADDLE 13/02
L
o
t
1
0
0
1
L
o
t
6
4
2
24.00
2
2
5
Ø
2
2
5
Ø
225Ø
SEE SHEET 301
SEE SHEET 302
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
STORMWATERASBUILT PLANSHEET 1 OF 3
AUCKLAND COUNCIL
AC
KR
AP
1:750 @ A333216
JAN 2017
ASBUILT
33216-S1D-300-AB 1
750
0 7.5 15.0 2.67 37.5
SCALEBAR (M) SCALE 1 : @A3
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
LEGEND
STORMWATER MANHOLE
STORMWATER CESSPIT
STORMWATER DOUBLE CESSPIT
OVERLAND FLOW
NEW STORMWATER
EXISTING STORMWATER
FUTURE STORMWATER
RETAINING WALL DRAINAGE
STAGE BOUNDARY
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC
STANDARDS FOR ENGINEERING DESIGN AND
CONSTRUCTION.
2. ALL PIPE BEDDING COMPLIES WITH AC STANDARDS
3. ALL CESSPIT LEADS ARE REINFORCED CONCRETE
PIPES CLASS 4 (Z) RRJ. ALL OTHER PIPELINES ARE
REINFORCED CONCRETE CLASS 2 (X) RRJ UNLESS
OTHERWISE NOTED.
4. ALL PIPE CROSSINGS UNDER ROADS AND
ACCESSWAYS HAVE BEEN HARDFILL BACKFILLED.
5. ALL SW 100mm DIA. RAMPED RISERS HAVE BEEN
EXTENDED AND CAPPED OFF 1.0m BELOW THE
FINISHED GROUND SURFACE.
6. ALL PRIVATE DRAINAGE CONNECTIONS ARE 100mmØ.
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A
COMBINATION OF WOODS SURVEY MEASURED DATA
AND CONTRACTOR RECEIVED DATA.
WP R O P E R T I E S
SCHEDULE OF COORDINATESSTORMWATER LOT CONNECTIONS
Lot mE mN length
Lot 642 1749824.15 5946830.64 4.6
Lot 1001 1749737.84 5946826.20 3.4
Lot 1002 1749663.13 5946808.84 3.7
J
A
R
D
IN
C
O
U
R
T
B
O
N
A
I
R
C
R
E
S
E
N
T
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-300 STORMWATER.dwg, 9/02/2017 12:14:04 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
128
129
130
131
132
133
Lot 700
Lot 1002
2
2
5
Ø
2
7
.
5
9
2
6
.
0
8
1
1
.
4
4
m
@
1
3
.
2
0
%
2
2
5
Ø
2
5
.
9
7
2
5
.
8
3
4
.
4
6
m
@
3
.
1
4
5
2
5
Ø
2
5
.5
4
2
4
.5
3
2
0
.5
6
m
@
4
.9
1
%
SWCP CP1402/1
LL=28.44
1749625.77mE
5946791.11mN
675*450mm
SWMH 49/1
LL=27.56
1749619.80mE
5946801.74mN
1050mm
SWMH 14/01
LL=27.65
1749616.45mE
5946806.48mN
1650mm
2
6
.
3
1
5
2
5
Ø
2
6
.
2
7
2
5
.
5
7
2
2
.
0
7
m
@
3
.
1
8
%
SWMH 14/02
LL=28.47
1749596.30mE
5946797.48mN
1050mm
2
2
5
Ø
2
3
.
1
8
2
2
.
4
9
1
3
.
4
5
m
@
5
.
1
3
%
SWCP CP1303/1
LL=24.06
1749700.27mE
5946831.23mN
675*450mm
2
2
5
Ø
2
4
.
4
2
2
3
.
9
8
5
.
7
5
m
@
7
.
6
5
%
SWCP CP1305/1
LL=25.31
1749670.97mE
5946817.30mN
675*450mm
2
2
5
Ø
2
5
.
5
1
2
5
.
1
0
1
0
.
7
0
m
@
3
.
8
3
%
SWCP CP1306/1
LL=26.66
1749633.17mE
5946820.98mN
675*450mm
2
2
5
Ø
2
6
.
2
7
2
5
.
9
0
2
.
1
1
m
@
1
7
.
5
4
%
SWCP CP1307/1
LL=27.19
1749631.54mE
5946804.37mN
675*450mm
LL=26.97
1749634.52mE
5946805.42mN
2
2
5
Ø
2
6
.
3
9
2
5
.
4
2
1
4
.
9
6
m
@
6
.
4
8
%
SWCP CP1401/1
LL=27.33
1749624.12mE
5946802.90mN
675*450mm
3
1
.
0
4
1
0
5
0
Ø
3
0
.6
2
2
8
.4
3
2
1
.7
1
m
@
1
0
.0
9
%
1
0
5
0
Ø
2
7
.9
6
2
4
.9
6
3
0
.0
0
m
@
1
0
.0
0
%
1
0
5
0
Ø
2
4
.
4
7
2
4
.
2
8
4
.
2
8
m
@
4
.
4
4
%
1050Ø
23.9
6
22.7
5
36.9
9m
@
3.2
7%
1
0
5
0
Ø
2
2
.5
0
2
1
.6
6
2
6
.9
m
@
3
.1
2
%
2
1
.
4
0
3
1
.
0
1
m
@
3
.8
7
%
SWMH 13/10
1650mm
SWMH 13/9
LL=31.17
1749641.63mE
5946774.21mN
1650mm
SWMH EX13/8
1650mm
SWMH EX13/07
LL=26.81
1749638.53mE
5946810.31mN
2050mm
SWMH EX13/6
LL=25.30
1749676.96mE
5946814.10mN
1650mm
SWMH EX13/5
LL=24.09
1749705.19mE
5946818.35mN
1650mm
3
0
0
Ø
3
2
.
5
6
3
1
.
1
4
3
1
.
9
5
m
@
4
.
4
2
%
3
0
0
Ø
3
0
.
7
2
2
9
.
4
7
1
2
.
4
1
m
@
1
0
.
0
7
%
3
0
0
Ø
C
L
A
S
S
4
2
9
.3
2
2
9
.0
2
1
2
.4
6
m
@
2
.4
1
%
SWMH 15/3
LL=34.28
1749586.07mE
5946751.92mN
1050mm
SWMH 15/2
LL=32.60
1749615.36mE
5946767.05mN
1050mm
SWMH 15/1
LL=30.98
1749628.11mE
5946771.35mN
1050mm
SWCP CP31/1
LL=33.88
1749671.37mE
5946746.61mN
450*675mm
SWCP CP30/1
2
2
5
Ø
2
9
.3
6
2
8
.4
7
3
0
.4
8
m
@
2
.9
4
%
2
8
.3
3
SWMH 4/3
LL=30.85
1749679.59mE
5946779.50mN
1050mm
SWMH 4/2
LL=29.92
1749710.62mE
5946785.11mN
1050mm
2
2
5
Ø
2
7
.1
5
2
5
.8
9
2
1
.3
7
m
@
5
.9
1
%
SWCP CP1403/1
LL=28.11
1749595.62mE
5946811.35mN
675*450mm
225Ø
27.5
0
27.0
7
3.2
7m
@ 1
3.1
5%
SWCP CP1404/1
1749593.01mE
5946797.82mN
675*450mm
SWCP DCP4901/1W
LL=28.96
1749620.98mE
5946778.10mN
675*450mm
WARNING: LNS
SWCP DCP4901/1E
LL=28.95
1749620.09mE
5946777.75mN
675*450mm
WARNING: LNS
SWCP CP4902/1
LL=27.84
1749619.12mE
5946793.83mN
675*450mm
WARNING: LNS
2
2
5
Ø
2
5
.9
7
2
7
.1
0
1
1
.7
8
m
@
9
.5
9
%
225Ø
26.16
28.23
22.81m
@ 9.08%
T
O
V
E
S
T
I
N
F
U
T
U
R
E
S
T
A
G
E
T
O
V
E
S
T
IN
F
U
T
U
R
E
S
T
A
G
E
SWCP CP1403/1
LL=24.96
1749690.06mE
5946812.73mN
675*450mm
SADDLE 13/02
24.00
225Ø
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
STORMWATERASBUILT PLANSHEET 2 OF 3
AUCKLAND COUNCIL
AC
KR
AP
1:400 @ A333216
JAN 2017
ASBUILT
33216-S1D-301-AB 1
400
0 4.0 8.0 5 20.0
SCALEBAR (M) SCALE 1 : @A3
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
LEGEND
STORMWATER MANHOLE
STORMWATER CESSPIT
STORMWATER DOUBLE CESSPIT
OVERLAND FLOW
NEW STORMWATER
EXISTING STORMWATER
FUTURE STORMWATER
RETAINING WALL DRAINAGE
STAGE BOUNDARY
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC
STANDARDS FOR ENGINEERING DESIGN AND
CONSTRUCTION.
2. ALL PIPE BEDDING COMPLIES WITH AC STANDARDS
3. ALL CESSPIT LEADS ARE REINFORCED CONCRETE
PIPES CLASS 4 (Z) RRJ. ALL OTHER PIPELINES ARE
REINFORCED CONCRETE CLASS 2 (X) RRJ UNLESS
OTHERWISE NOTED.
4. ALL PIPE CROSSINGS UNDER ROADS AND
ACCESSWAYS HAVE BEEN HARDFILL BACKFILLED.
5. ALL SW 100mm DIA. RAMPED RISERS HAVE BEEN
EXTENDED AND CAPPED OFF 1.0m BELOW THE
FINISHED GROUND SURFACE.
6. ALL PRIVATE DRAINAGE CONNECTIONS ARE 100mmØ.
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A
COMBINATION OF WOODS SURVEY MEASURED DATA
AND CONTRACTOR RECEIVED DATA.
WP R O P E R T I E S
SCHEDULE OF COORDINATESSTORMWATER LOT CONNECTIONS
Lot mE mN length
Lot 642 1749824.15 5946830.64 4.6
Lot 1001 1749737.84 5946826.20 3.4
Lot 1002 1749663.13 5946808.84 3.7
BO
NA
IR C
RE
SE
NT
J
A
R
D
IN
C
O
U
R
T
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-300 STORMWATER.dwg, 9/02/2017 12:14:07 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
121
122
123
124
125
126
127
128
Lot 642
Lot 700
Lot 1001
2
2
.
4
9
@
5
.
1
3
%
2
1
.6
6
1
0
5
0
Ø
2
1
.
4
0
2
0
.
2
0
3
1
.
0
1
m
@
3
.
8
7
%
1
0
5
0
Ø
2
0
.
1
2
1
8
.
0
3
3
5
.
0
2
m
@
5
.
9
8
%
SWMH EX13/5
LL=24.09
1749705.19mE
5946818.35mN
1650mm
SWMH EX13/4
LL=24.09
1749736.06mE
5946828.94mN
1650mm
SWMH EX13/3
LL=21.71
1749767.95mE
5946847.02mN
2050mm
2
8
.4
7
3
0
0
Ø
2
8
.3
3
2
5
.5
6
9
7
.8
6
m
@
2
.8
3
%
SWMH 4/2
LL=29.92
1749710.62mE
5946785.11mN
1050mm
SWMH EX04/1
LL=26.94
1749805.82mE
5946812.06mN
1050mm
1
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Ø
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@
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@
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%
@
1
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0
%
SWMH EX01/2
1650mm
LL=22.38
1749822.40mE
5946834.94mN
SWMH 01/3
1800mm
LL=22.03
1749819.11mE
5946843.66mN
SWMH 01/1
1650mm
LL=23.32
1749782.31mE
5946823.84mN
SWMH 13/2
2500mm
LL=20.06
1749757.93mE
5946873.23mN
IL=17.10
1749763.03mE
5946876.18mN
1
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Ø
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SWCP CP1301/1
LL=22.05
1749763.91mE
5946840.42mN
675*450mm
2
0
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9
0
225Ø
20.1
3
19.8
7
19.9
6m
SWCP 1A06/1
LL=21.82
1749752.48mE
5946853.51mN
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@
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SWCP 1A05/1
LL=21.32
1749771.59mE
5946852.91mN
450*675mm
225Ø
18.74 18.72
2.60m @ 0.77%
SWCP 1A03/1
LL=19.75
1749806.43mE
5946873.70mN
450*675mm
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SWCP 1A02/1B
450*675mm
LL=18.77
1749834.46mE
5946882.39mN
SWCP 1A02/1A
450*675mm
LL=18.79
1749833.52mE
5946883.10mN
SWMH 1A/3
1050mm
LL=19.83
1749809.90mE
5946873.65mN
SWMH 1A/4
1050mm
LL=21.45
1749773.20mE
5946851.35mN
SADDLE 13/03
S
A
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1
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1749746.86mE
5946836.51mN
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Ø
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
STORMWATERASBUILT PLANSHEET 3 OF 3
AUCKLAND COUNCIL
AC
KR
AP
1:400 @ A333216
JAN 2017
ASBUILT
33216-S1D-302-AB 1
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
LEGEND
STORMWATER MANHOLE
STORMWATER CESSPIT
STORMWATER DOUBLE CESSPIT
OVERLAND FLOW
NEW STORMWATER
EXISTING STORMWATER
FUTURE STORMWATER
RETAINING WALL DRAINAGE
STAGE BOUNDARY
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC
STANDARDS FOR ENGINEERING DESIGN AND
CONSTRUCTION.
2. ALL PIPE BEDDING COMPLIES WITH AC STANDARDS
3. ALL CESSPIT LEADS ARE REINFORCED CONCRETE
PIPES CLASS 4 (Z) RRJ. ALL OTHER PIPELINES ARE
REINFORCED CONCRETE CLASS 2 (X) RRJ UNLESS
OTHERWISE NOTED.
4. ALL PIPE CROSSINGS UNDER ROADS AND
ACCESSWAYS HAVE BEEN HARDFILL BACKFILLED.
5. ALL SW 100mm DIA. RAMPED RISERS HAVE BEEN
EXTENDED AND CAPPED OFF 1.0m BELOW THE
FINISHED GROUND SURFACE.
6. ALL PRIVATE DRAINAGE CONNECTIONS ARE 100mmØ.
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A
COMBINATION OF WOODS SURVEY MEASURED DATA
AND CONTRACTOR RECEIVED DATA.
WP R O P E R T I E S
SCHEDULE OF COORDINATESSTORMWATER LOT CONNECTIONS
Lot mE mN length
Lot 642 1749824.15 5946830.64 4.6
Lot 1001 1749737.84 5946826.20 3.4
Lot 1002 1749663.13 5946808.84 3.7
400
0 4.0 8.0 5 20.0
SCALEBAR (M)
B
O
N
A
I
R
C
R
E
S
E
N
T
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-300 STORMWATER.dwg, 9/02/2017 12:14:10 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
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CONNECTION TO
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CAP REMOVED
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38.47m
75Ø LPS PE100
SD
R11 P
N16
TE
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16.98m 50Ø LPS
PE
100 S
DR
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PN
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m
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12
IV
11
IV
10
R1
R2
R3
R4
IV1
IV2
FP1
SEE SHEET 401
SEE SHEET 402
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
WASTEWATER ASBUILT PLANSHEET 1 OF 3
AUCKLAND COUNCIL
AC
KR
WOODS
1:1500 @ A333216
FEB 2017
AS-BUILT
33216-S1D-400 0
1. DRAWING ISSUED
1500
0 15.0 30.0 1.333333 75.0
SCALEBAR (M) SCALE 1 : @A3
BK##
IV
AV
R
LEGEND
BOUNDARY KIT
ISOLATION VALVE
FLUSHING POINT
AIR VALVE
REDUCER
LOW PRESSURE SEWER
EXISTING LOW PRESSURE SEWER
STAGE BOUNDARY
FP
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC STANDARDS FOR
ENGINEERING DESIGN AND CONSTRUCTION.
2. ALL PIPE BEDDING COMPLY WITH AC STANDARD DETAIL
DRAWINGS 18000 SHEET 4.4 & SHEET 4.6 UNLESS OTHERWISE
NOTED.
3. ALL PIPE CROSSINGS UNDER ROADS HAVE BEEN HARDFILL
BACKFILLED. ALL LPS ROAD CROSSINGS ARE THROUGH DUCTS.
4. ALL LPS BOUNDARY KIT CONNECTIONS TO MAIN LINES ARE
50mm Ø.
5. PIPE TYPE SDR 11, PE100 PN16 UNLESS OTHERWISE NOTED.
6. LPS PIPE SIZE SHOWN ARE EXTERNAL DIAMETER
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION OF
WOODS SURVEY MEASURED DATA AND CONTRACTOR RECEIVED
DATA.
WP R O P E R T I E S
SCHEDULE OF COORDINATES
mE mNFLUSHING PITS
FP1 1749752.24 5946836.71FP2 1749359.22 5946795.74
ISOLATION VALVESIV1 1749757.17 5946839.51IV2 1749640.27 5946809.22IV3 1749493.11 5946731.57IV4 1749359.12 5946794.85
REDUCERR1 1749664.23 5946812.57R2 1749364.55 5946786.66
SCHEDULE OF COORDINATESLPS LOT CONNECTIONS
Lot mE mN
BK642 1749784.58 5946819.10
BK1001 1749734.45 5946826.12
BK1002 1749664.29 5946810.54
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-400 LPS.dwg, 9/02/2017 12:32:52 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
121
C
O
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IV
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D
IN
C
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122
123
124
125
126
127
128
129
130
131
132
133
134
88
89
90
91
92
93
94
95
96
97
98
102
103
Lot 642
Lot 700
Lot 1001
Lot 1002
B
O
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A
I
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C
R
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S
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N
T
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1
P
N
1
6
TEE
T
E
E
3
3
.2
1
m
6
3
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
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N
1
6
1
5
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0
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5
0
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L
P
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1
0
0
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1
1
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N
1
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E
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1
5
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1
m
5
0
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
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N
1
6
38.47m
75Ø LPS PE100
SD
R11 P
N16
TE
E
16.98m 50Ø LPS
PE
100 S
DR
11
PN
16
4
9
.5
3
m
7
5
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
P
N
1
6
T
E
E
2
2
.
2
7
m
7
5
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
P
N
1
6
1
5
.
5
8
m
5
0
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
P
N
1
6
2
7
.
9
2
m
5
0
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
B
K
1
2
1
B
K
1
2
0
R1
R2IV1
FP1
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
WASTEWATER ASBUILT PLANSHEET 2 OF 3
AUCKLAND COUNCIL
AC
KR
WOODS
1:750 @ A333216
FEB 2017
AS-BUILT
33216-S1D-401 0
1. DRAWING ISSUED
750
0 7.5 15.0 2.67 37.5
SCALEBAR (M) SCALE 1 : @A3
BK##
IV
AV
R
LEGEND
BOUNDARY KIT
ISOLATION VALVE
FLUSHING POINT
AIR VALVE
REDUCER
LOW PRESSURE SEWER
EXISTING LOW PRESSURE SEWER
STAGE BOUNDARY
FP
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC STANDARDS FOR
ENGINEERING DESIGN AND CONSTRUCTION.
2. ALL PIPE BEDDING COMPLY WITH AC STANDARD DETAIL
DRAWINGS 18000 SHEET 4.4 & SHEET 4.6 UNLESS OTHERWISE
NOTED.
3. ALL PIPE CROSSINGS UNDER ROADS HAVE BEEN HARDFILL
BACKFILLED. ALL LPS ROAD CROSSINGS ARE THROUGH DUCTS.
4. ALL LPS BOUNDARY KIT CONNECTIONS TO MAIN LINES ARE
50mm Ø.
5. PIPE TYPE SDR 11, PE100 PN16 UNLESS OTHERWISE NOTED.
6. LPS PIPE SIZE SHOWN ARE EXTERNAL DIAMETER
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION OF
WOODS SURVEY MEASURED DATA AND CONTRACTOR RECEIVED
DATA.
WP R O P E R T I E S
SCHEDULE OF COORDINATESLPS LOT CONNECTIONS
Lot mE mN
BK642 1749784.58 5946819.10
BK1001 1749734.45 5946826.12
BK1002 1749664.29 5946810.54
SCHEDULE OF COORDINATES
SCHEDULE OF COORDINATES
mE mNFLUSHING PITS
FP1 1749752.24 5946836.71FP2 1749359.22 5946795.74
ISOLATION VALVESIV1 1749757.17 5946839.51IV2 1749640.27 5946809.22IV3 1749493.11 5946731.57IV4 1749359.12 5946794.85
REDUCERR1 1749664.23 5946812.57R2 1749364.55 5946786.66
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-400 LPS.dwg, 9/02/2017 12:32:54 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
133
134
135
136
137
138
139
140
389
390
Future
Stages
B
O
N
A
I
R
C
R
E
S
E
N
T
BO
N
AIR
C
R
ES
EN
T
B
O
N
A
I
R
C
R
E
S
E
N
T
I
V
3
IV
4
A
V
1
R
2
7
5
Ø
L
O
W
P
R
E
S
S
U
R
E
S
E
W
E
R
7
5
Ø
L
O
W
P
R
E
S
S
U
R
E
S
E
W
E
R
7
5
Ø
L
O
W
P
R
E
S
S
U
R
E
S
E
W
E
R
B
K
1
3
4
B
K
1
3
5
B
K
1
3
6
B
K
1
3
7
2
7
.
9
2
m
5
0
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
P
N
1
6
2
7
.
7
0
m
7
5
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L
P
S
P
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1
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D
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1
1
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N
1
6
2
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.
0
4
m
5
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L
P
S
P
E
1
0
0
S
D
R
1
1
P
N
1
6
4
8
.
4
3
m
7
5
Ø
L
P
S
P
E
1
0
0
S
D
R
1
1
P
N
1
6
TEE
R3
R4
IV2
N
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
WASTEWATER ASBUILT PLANSHEET 3 OF 3
AUCKLAND COUNCIL
AC
KR
WOODS
1:750 @ A333216
FEB 2017
AS-BUILT
33216-S1D-402 0
1. DRAWING ISSUED
750
0 7.5 15.0 2.67 37.5
SCALEBAR (M) SCALE 1 : @A3
BK##
IV
AV
R
LEGEND
BOUNDARY KIT
ISOLATION VALVE
FLUSHING POINT
AIR VALVE
REDUCER
LOW PRESSURE SEWER
EXISTING LOW PRESSURE SEWER
STAGE BOUNDARY
FP
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
NOTES
1. ALL WORKS AND MATERIALS COMPLY WITH AC STANDARDS FOR
ENGINEERING DESIGN AND CONSTRUCTION.
2. ALL PIPE BEDDING COMPLY WITH AC STANDARD DETAIL
DRAWINGS 18000 SHEET 4.4 & SHEET 4.6 UNLESS OTHERWISE
NOTED.
3. ALL PIPE CROSSINGS UNDER ROADS HAVE BEEN HARDFILL
BACKFILLED. ALL LPS ROAD CROSSINGS ARE THROUGH DUCTS.
4. ALL LPS BOUNDARY KIT CONNECTIONS TO MAIN LINES ARE
50mm Ø.
5. PIPE TYPE SDR 11, PE100 PN16 UNLESS OTHERWISE NOTED.
6. LPS PIPE SIZE SHOWN ARE EXTERNAL DIAMETER
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION OF
WOODS SURVEY MEASURED DATA AND CONTRACTOR RECEIVED
DATA.
WP R O P E R T I E S
SCHEDULE OF COORDINATESLPS LOT CONNECTIONS
Lot mE mN
BK642 1749784.58 5946819.10
BK1001 1749734.45 5946826.12
BK1002 1749664.29 5946810.54
SCHEDULE OF COORDINATES
mE mNFLUSHING PITS
FP1 1749752.24 5946836.71FP2 1749359.22 5946795.74
ISOLATION VALVESIV1 1749757.17 5946839.51IV2 1749640.27 5946809.22IV3 1749493.11 5946731.57IV4 1749359.12 5946794.85
REDUCERR1 1749664.23 5946812.57R2 1749364.55 5946786.66
KR
MRH
09/02/2017
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-400 LPS.dwg, 9/02/2017 12:32:55 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
125m
m O
D P
E100 S
DR
13.6
PN
12 1
33.1
7m
1
8
0
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.6
P
N
PV1
SV4
SV3
1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
2
.
5
6
6
.
5
0
m
6
3
m
m
O
D
P
E
8
0
S
D
R
1
1
P
N
1
2
4
8
.
3
2
m
1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
2
.
5
1
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.
4
3
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1
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5
m
m
O
D
P
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1
0
0
S
D
R
1
3
.6
P
N
1
2
.5
7
9
.7
8
m
BLANK CAP
REMOVED
BLANK CAP REMOVED
F
H
FH 1
SV3
SV2
SV1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
2
3
1
.
3
1
m
180m
m O
D P
E100 S
DR
13.6
PN
12.5
F
H
6
F
H
2
1
8
0
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
8
0
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
F
H
7
F
H
3
F
H
5
F
H
4
BLANK CAP
C
O
L
O
N
IA
L
D
R
IV
E
J
A
R
D
IN
C
O
U
R
T
CIL
LIE
RS
DR
IVE
A
R
R
IE
R
E
L
A
N
E
CO
LO
NIA
L D
RIV
E
Lot 642
Lot 700
Lot 1001
Lot 1002
B
O
N
A
I
R
C
R
E
S
E
N
T
B
O
N
A
I
R
C
R
E
S
E
N
T
BO
N
AIR
C
R
ES
EN
T
B
O
N
A
I
R
C
R
E
S
E
N
T
SEE SHEET 501
SEE SHEET 502
N
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
WATERMAIN AS-BUILTSheet 1 of 3
AUCKLAND COUNCIL
KR
WOODS
1:1500 @ A333216
FEB 2017
ASBUILT
33216-S1D-500 0
1. DRAWING ISSUED
WP R O P E R T I E S
PV
BC1
LEGEND
EXISTING WATERMAIN
HIGH PESSURE
WATERMAIN
SLUICE VALVE
PEET VALVE
FIRE HYDRANT
BLANK CAP
STAGE BOUNDARY
FH
SV1
1500
0 15.0 30.0 1.333333 75.0
SCALEBAR (M) SCALE 1 : @A3
Schedule of Co-ordinates
FIRE HYDRANTmE mN
FH1 1749697.23 5946815.99FH2 1749547.84 5946766.59FH3 1749493.89 5946731.53FH4 1749418.72 5946706.70FH5 1749362.23 5946774.98FH6 1749401.49 5946840.77FH7 1749534.74 5946859.96
SLUICE VALVESV1 1749635.91 5946799.97SV2 1749635.44 5946800.45SV3 1749635.64 5946801.04
NOTES
1. ALL WORK AND MATERIALS COMPLIES WITH AC STANDARD
FOR ENGINEERING DESIGN AND CONSTRUCTION.
2. PIPE BEDDING COMPLIES WITH AC STD DETAIL DRAWING
18000 SHEET 4.4 UNLESS OTHERWISE NOTED.
3. WATERMAINS ARE AN AVERAGE 0.6m BELOW GROUND IN
BERMS AND 0.9m BELOW GROUND UNDER ROADS. HARDFILL
BACKFILLED BENEATH ROAD CROSSINGS.
4. ALL PIPES ARE LAID 1.4m OFF THE ROAD RESERVE
BOUNDARY IN THE COMMON SERVICE TRENCH.
5. PIPES UNDER 125mmOD ARE PE80B SDR11 PN12.5 AND
PIPES OVER 125mmOD ARE PE100 SDR13.6 UNLESS
OTHERWISE NOTED.
6. PIPE SIZES SHOWN ARE EXTERNAL DIAMETER.
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION OF
WOODS SURVEY MEASURED DATA AND CONTRACTOR
RECEIVED DATA.
09/02/2017
KR
MRH
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-500 Watermain.dwg, 9/02/2017 12:20:37 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
125m
m O
D P
E100 S
DR
13.6
PN
12 1
33.1
7m
1
8
0
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.6
P
N
PV1
SV4
SV3
1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
2
.
5
6
6
.
5
0
m
6
3
m
m
O
D
P
E
8
0
S
D
R
1
1
P
N
1
2
4
8
.
3
2
m
1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
2
.
5
1
5
.
4
3
m
1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.6
P
N
1
2
.5
7
9
.7
8
m
BLANK CAP
REMOVED
BLANK CAP REMOVED
F
H
FH 1
SV3
SV2
SV1
2
5
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
2
3
1
.
3
1
m
120
121
C
O
L
O
N
IA
L
D
R
IV
E
J
A
R
D
IN
C
O
U
R
T
122
123
124
125
126
127
128
129
130
131
132
133
89
90
91
92
93
94
95
96
97
98
102
103
Lot 642
Lot 700
Lot 1001
Lot 1002
B
O
N
A
I
R
C
R
E
S
E
N
T
N
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
WATERMAIN AS-BUILTSheet 2 of 3
AUCKLAND COUNCIL
KR
WOODS
1:750 @ A333216
FEB 2017
ASBUILT
33216-S1D-501 0
1. DRAWING ISSUED
WP R O P E R T I E S
Schedule of Co-ordinates
FIRE HYDRANTmE mN
FH1 1749697.23 5946815.99FH2 1749547.84 5946766.59FH3 1749493.89 5946731.53FH4 1749418.72 5946706.70FH5 1749362.23 5946774.98FH6 1749401.49 5946840.77FH7 1749534.74 5946859.96
SLUICE VALVESV1 1749635.91 5946799.97SV2 1749635.44 5946800.45SV3 1749635.64 5946801.04
750
0 7.5 15.0 2.667000 37.5
SCALEBAR (M) SCALE 1 : @A3
PV
BC1
LEGEND
EXISTING WATERMAIN
HIGH PESSURE
WATERMAIN
SLUICE VALVE
PEET VALVE
FIRE HYDRANT
BLANK CAP
STAGE BOUNDARY
FH
SV1
NOTES
1. ALL WORK AND MATERIALS COMPLIES WITH AC STANDARD
FOR ENGINEERING DESIGN AND CONSTRUCTION.
2. PIPE BEDDING COMPLIES WITH AC STD DETAIL DRAWING
18000 SHEET 4.4 UNLESS OTHERWISE NOTED.
3. WATERMAINS ARE AN AVERAGE 0.6m BELOW GROUND IN
BERMS AND 0.9m BELOW GROUND UNDER ROADS. HARDFILL
BACKFILLED BENEATH ROAD CROSSINGS.
4. ALL PIPES ARE LAID 1.4m OFF THE ROAD RESERVE
BOUNDARY IN THE COMMON SERVICE TRENCH.
5. PIPES UNDER 125mmOD ARE PE80B SDR11 PN12.5 AND
PIPES OVER 125mmOD ARE PE100 SDR13.6 UNLESS
OTHERWISE NOTED.
6. PIPE SIZES SHOWN ARE EXTERNAL DIAMETER.
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION OF
WOODS SURVEY MEASURED DATA AND CONTRACTOR
RECEIVED DATA.
09/02/2017
KR
MRH
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-500 Watermain.dwg, 9/02/2017 12:20:38 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
180m
m O
D P
E100 S
DR
13.6
PN
12.5
F
H
6
F
H
2
1
8
0
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
1
8
0
m
m
O
D
P
E
1
0
0
S
D
R
1
3
.
6
P
N
F
H
7
F
H
3
F
H
5
F
H
4
BLANK CAP
133
134
135
136
137
138
139
140
389
390
391
Future
Stages
B
O
N
A
I
R
C
R
E
S
E
N
T
BO
N
AIR
C
R
ES
EN
T
B
O
N
A
I
R
C
R
E
S
E
N
T
N
I certify that these As-built Plans are an accurate record of the works undertaken and that:
The coordinates (X,Y) are in terms of NZTM on NZGD2000
The Levels (Z) are in terms of Auckland Vertical Datum 1946 (MSL) LINZ datum
Signed: ______________________________________________________
Registered Professional Surveyor
Date: ______________________________________________________
Name: ______________________________________________________
Rowan Hallam
DWG. NO.
SCALE:
DRAWN:
ISSUED:
DESIGNED:
SURVEYED:
CLIENT:
JOB NUMBER:
REV.
DATENAMEREVISION DETAILS
CHECKED:
APPROVED:
WOODSEngineers. Surveyors. Planners.
MILLWATERPRECINCT 2STAGE 1D
WATERMAIN AS-BUILTSheet 3 of 3
AUCKLAND COUNCIL
KR
WOODS
1:750 @ A333216
FEB 2017
ASBUILT
33216-S1D-502 0
1. DRAWING ISSUED
WP R O P E R T I E S
Schedule of Co-ordinates
FIRE HYDRANTmE mN
FH1 1749697.23 5946815.99FH2 1749547.84 5946766.59FH3 1749493.89 5946731.53FH4 1749418.72 5946706.70FH5 1749362.23 5946774.98FH6 1749401.49 5946840.77FH7 1749534.74 5946859.96
SLUICE VALVESV1 1749635.91 5946799.97SV2 1749635.44 5946800.45SV3 1749635.64 5946801.04
750
0 7.5 15.0 2.667000 37.5
SCALEBAR (M) SCALE 1 : @A3
PV
BC1
LEGEND
EXISTING WATERMAIN
HIGH PESSURE
WATERMAIN
SLUICE VALVE
PEET VALVE
FIRE HYDRANT
BLANK CAP
STAGE BOUNDARY
FH
SV1
NOTES
1. ALL WORK AND MATERIALS COMPLIES WITH AC STANDARD
FOR ENGINEERING DESIGN AND CONSTRUCTION.
2. PIPE BEDDING COMPLIES WITH AC STD DETAIL DRAWING
18000 SHEET 4.4 UNLESS OTHERWISE NOTED.
3. WATERMAINS ARE AN AVERAGE 0.6m BELOW GROUND IN
BERMS AND 0.9m BELOW GROUND UNDER ROADS. HARDFILL
BACKFILLED BENEATH ROAD CROSSINGS.
4. ALL PIPES ARE LAID 1.4m OFF THE ROAD RESERVE
BOUNDARY IN THE COMMON SERVICE TRENCH.
5. PIPES UNDER 125mmOD ARE PE80B SDR11 PN12.5 AND
PIPES OVER 125mmOD ARE PE100 SDR13.6 UNLESS
OTHERWISE NOTED.
6. PIPE SIZES SHOWN ARE EXTERNAL DIAMETER.
7. LOT BOUNDARIES ARE SUBJECT TO FINAL SURVEY.
8. ASBUILT DATA HAS BEEN SOURCED FROM A COMBINATION OF
WOODS SURVEY MEASURED DATA AND CONTRACTOR
RECEIVED DATA.
09/02/2017
KR
MRH
K:\33216 - Precinct 2 Stages 1A-2, 2B-2 & 2D\Project Data\Acad Drawings\Survey\Asbuilt\Stage 1D\33216-S1D-AB-500 Watermain.dwg, 9/02/2017 12:20:39 p.m.
ArleneC
Text Box
DISCLAIMER: THE INFORMATION PORTRAYED ON THIS PLAN IS INTENDED TO BE SOLELY USED AS THE BASE DATA FOR THE PURPOSES OF 224C APPLICATION TO COUNCIL. WFH PROPERTIES LTD AND WOODS AND PARTNERS CONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY BUILDING DESIGN OR CONSTRUCTION WORK BASED ON THIS DRAWING FILE.
![Supporting Information · Table S1d. The bond lengths [Å] and bond angles [ ] for InHPO-CJ14. In(1)-O(4) 2.1237(18) O(5)#6-In(2)-O(5)#8 92.33(7)](https://static.fdocuments.in/doc/165x107/5f4350b454040b12e35b7783/supporting-table-s1d-the-bond-lengths-and-bond-angles-for-inhpo-cj14.jpg)
